Slump Test / Workability
25-150mm slump per application (IS 1199)
The slump test measures the workability (consistency) of fresh concrete by recording how much a moulded, freshly-cast cone of concrete subsides under its own weight when the mould is lifted. Standardised in IS 1199 Part 2, the test uses a hollow truncated steel cone (200 mm bottom, 100 mm top, 300 mm height) filled with three equal layers, each tamped 25 times with a 16 mm rod. The cone is lifted vertically and the difference between the cone's original 300 mm height and the slumped concrete's height is the 'slump' value in millimetres.
Slump indicates water content and mix consistency. A higher slump means more workable (more water or admixture) but not necessarily stronger or more durable concrete. Indian site practice has shifted decisively from the old 'just add a bucket of water' culture to PCE-superplasticizer-modified workability — high slump can now be achieved without compromising w/c ratio. The four standard slump categories per IS 456 are: Very Low (0-25 mm) for road pavements with vibratory roller, Low (25-50 mm) for mass concrete, Medium (50-100 mm) for general RCC including slabs/beams/columns, and High (100-150 mm) for heavily reinforced sections, narrow forms, and pumpable concrete.
Slump testing must be done at the point of placement, not at batching, because the value drops 10-25 mm during transit. The test is mandatory for every truck delivery on RMC sites and per IS 1199 Part 2 a single slump test takes 3 minutes — there is no excuse for skipping it. Persistent rejection of trucks based on excessive slump usually points to delayed unloading or excess water added in transit; consistent low slump points to under-dosed admixture at the plant.
- Quality acceptance check for every concrete batch at point of placement
- RMC truck unloading verification (per IS 4926 + project QAP)
- Mix design trial verification at site lab (IS 10262)
- Workability adjustment via PCE admixture dosage on a hot day
- Tendering disputes — recorded slump is the contemporaneous evidence